A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The critical combinations of thrust and unequal end moments for the lateral buckling of I-beams simply supported in the weak plane are derived by the Rayleigh-Ritz method. It is shown that these critical combinations can be used to obtain approximate, safe bounds of the critical combinations for continuous beams and frames.
The critical combinations of thrust and unequal end moments for the lateral buckling of I-beams simply supported in the weak plane are derived by the Rayleigh-Ritz method. It is shown that these critical combinations can be used to obtain approximate, safe bounds of the critical combinations for continuous beams and frames.
Lateral Buckling of I-Beams
Salvadori, Mario G. (author)
Transactions of the American Society of Civil Engineers ; 120 ; 1165-1177
2021-01-01
131955-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| ASCE | 2021
| Engineering Index Backfile | 1960
Lateral buckling of monorail beams
| Elsevier | 2008
Lateral Buckling of Overhanging Beams
| NTIS | 1983
Lateral buckling of monorail beams
| Online Contents | 2008